Situation 2.Two plates each with thicknessF16mm are bolted together with6 -22mm dimater bolts forminga lap conne ction. Bolt spacing are as follows: S1 = 40mm, S2 = 80mm, Sa = 100mm. Bolt holediameter=25 mm50250mm3030 60 75Allowable stress: Tensile stess on gross area of the plate=0.60 Fy Tensile stress on net area ofthe plate=0.5Fy Shear Stress of the bolt Fv=120MPA Bearing Stress of the bot Fp=1.2 FuCalculate the permiss ible tensile load P under the following Conditions:4. Based on shear capacity of bolts5. Based on bearing capacity of bolts6. Based on block shear strength (taking into consideration the failure path given in the figurebelow)408016 mm40180mm40Bearing Failure Path #1140209Bearing Failure Path #2

Permissible stress is normally refers the allowable stress or allowable strength is the maximum…

Answered: Two plates each with thicknessF16mm are…

Two plates each with thicknessF16mm are bolted together with6 -22mm dimater bolts forming a lap conne ction. Bolt spacing are as follows: S1 = 40mm, S2 = 80mm, Sa = 100mm. Bolt hole diameter=25 mm

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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